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STATE OF NORTH CAROLINA
I~EPART'MENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
U.S. Anny Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
ATTENTION: Mr. Andrew Williams
NCDOT Coordinator, Division 7
Dear Sir:
~r~~~Ply r~~~t~
LYNDO TIPPETT
SECRETARY
SUBJECT: Notice of Intent to Use Section 404 Nationwide Permit 13 for the replacement
of Bridge No. 108 over New Hope Creek on SR 1730 (Turkey Farm Road),
Orange County, Division 7. Federal Aid Project No. BRZ-1730 (5),
State Project No. 8.2502301, WBS Element 33563.1.1, T.I.P. No. B-4218.
REFERENCE: Memorandum from the North Carolina Department of Transportation rescinding
Section 404 Nationwide Permits 23 and 33, dated April 11, 2008.
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 108 over
New Hope Creek on SR 1730 (Turkey Fann Road) in Orange County. The project proposes to demolish
the existing bridge and construct a three span, pre-stressed concrete cored slab superstructure on concrete
caps atop drilled piers. The new bridge will be 120 feet long with spans, from south to north, of 30 feet,
50 feet, and 40 feet. Additionally, the new bridge will span New Hope Creek. The structure will have a
clear roadway width. of 27 feet, 6 inches, with two 10-foot lanes and 3-foot, 9-inch offsets. The bridge
approaches will have two 10-foot lanes, with 6-foot grass shoulders. The shoulders of the approaches
will be widened to 9 feet where guardrail is present. During construction, Turkey Farm Road will be
closed near the existing bridge and traffic will be re-routed using an offsite detour.
Nationwide Permit (NWP) Numbers 23 and 33 were issued for this project by the U.S. Army Corps of
Engineers (USAGE) on December 6, 2007 (Action ID No. SAW-2007-03852). However, these permits
are no longer required because the bridge design has been modified and the impacts permitted under
them have been eliminated. Therefore, in a memorandum to USAGE dated April 11, 2008, NCDOT
rescinded its permits. Please see the enclosed copies of the permit drawings, design plans, an email from
the North Carolina Wildlife Resources Commission (NCWRC) regarding a sunfish moratorium, and the
U.S. Fish and Wildlife Service (USFWS) concurrence letter, dated February 25, 2005, for the above-
referenced project. The Programmatic Categorical Exclusion (PCE) was completed for this project in
January 2006 and distributed shortly thereafter. Additional copies of this document are available upon
request.
MAILING ADDRESti:
NC DEPARTMENT OF I RANSPORTAIION
PROJECT DEVELOPMENT AND ENVIIj(iV\-I [i'.TAJ_AN,1LISLS
1598 MAIL SertvlcE ('ENrea
RALEIGH, NC 27699-1598
April 1 ] , 2008
IEU:Pnoyr:: 919-715-1i 4
EAX 919-715-5501
14'EGS/77i: WW6V. N('OGT.ORG
LOCATION:
272$ CAPITAL BLVD., SUITE 240
RALEIGH, NC 27604
IMPACTS TO WATERS OF THE UNITED STATES
General Description
The project is located in the Cape Fear River Basin (sub-basin 03-06-OS). This area is part of Hydrologic
Cataloging Unit 03030002. New Hope Creek is the only water resource being impacted by this project.
A Jurisdictional Determination was issued for this project on December 6, 2007.
New Hope Creek is a perennial stream that flows northwest to southeast underneath the existing bridge.
The portion of New Hope Creek that flows through the construction limits is assigned Stream Index
Number 16-41-1-(0.5) (12/01/1983) by the N.C. Division of Water Quality (NCDWQ) and has a best
usage classification of C NSW. The creek has a top of bank width of 50 to 75 feet, an average wetted
width of 50 feet, and 3- to 10-foot tall stable stream banks. During field investigations associated with
the Natural Resources Technical Report (NRTR; February 2003), 1 to 3 feet of slow to fast flowing water
was observed (conditions varied because a long reach of the channel was investigated). The water clarity
was described as being clear with moderate sediment deposition and the substrate was primarily
composed of bedrock, cobble, gravel, and sand.
Neither High Quality Waters (HQW), Water Supplies (WS I or WS II), nor Outstanding Resource
Waters (ORW) occur within 1.0 mile of the project. Additionally, no portion of New Hope Creek, its
tributaries, or other surface waters within 1.0 mile of the project are listed on the NCDWQ 2006 Final
303(d) List of Impaired Waters.
The NCWRC previously determined that a significant fishery for sunfish existed in New Hope Creek at
this site and requested an in-water work moratorium from April 1 S` to June 30"'. However, according to
email correspondence with Travis Wilson, the NCWRC agreed to remove this moratorium in November
2007.
Permanent Impacts
There will be a total of 60 linear feet of permanent stream impacts to New Hope Creek associated with
this project (Site 1). These impacts will result from the placement of Class II rip rap atop filter fabric on
the inside of each interior bent. This rip rap will act as bank stabilization and will protect against scour
and slope failure.
Temporary Impacts
There are no temporary stream impacts to New Hope Creek associated with this project
Bridue Demolition
The superstructure of Bridge No. 108 consists of three spans, one at 17 feet, 9 inches, one at 40 feet, and
one at 17 feet, 11 inches. T'he superstructure is comprised of an asphalt wearing surface on a timber deck
atop steel I-beams. The existing substructure consists of timber caps on timber piles. The timber piles of
the interior bents sit atop concrete footers and are surrounded by concrete encasements. The piles will be
removed to the top of the concrete encasements.
NCDOT shall adhere to NCDOT's Best Management Practices (BMPs) for Bridge Demolition and
Removal. No appreciable till will ihll into New Hope Creek as a result of bridge demolition.
B-218 Notice of Intent to Use
w
Utility Impacts
No impacts to jurisdictional waters will occur as a result of utility work associated with this project. The
only utility work being performed within the construction limits is associated with the relocation of a
power pole line. The existing overhead line is located on the south side of Turkey Farm Road. from
Station 13+25 ± to Station 14+36 ±. The line will be relocated within the existing right-of way (ROW)
on the same side of the road and will not impact New Hope Creek.
AVOIDANCE, iV1INIMIZATION, AND COMPENSATORY MITIGATION
The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and
minimize jurisdictional impacts and to provide full compensatory mitigation of all remaining,
unavoidable jurisdictional impacts. Avoidance measures were taken during the planning and National
Environmental Policy Act (NEPA) compliance stages; minimization measures were incorporated as part
of the project design.
According to the Clean Water Act (CWA) §404(b) (l) guidelines, NCDOT must avoid, minimize, and
mitigate, in sequential order, impacts to waters of the US. The following is a list of the project's
jurisdictional stream a~ioidance/rinimization activities proposed or completed by NCDOT:
Avoidance/Minimization
• The bridge design was changed from a two span, pre-stressed concrete box beam bridge with a bent
in the creek to a three span, pre-stressed concrete cored slab bridge. The new structure design will
now span New Hope Creek and no bents will be placed into the water.
• In-stream activity will be limited to the use of Class ll rip rap for bank stabilization along 60 linear
feet of New Hope Creek. The impacts will ~1ot incur a loss of aquatic use to this part of the stream.
• During construction, traffic will be re-routed using an off-site detour.
• Temporary construction impacts due to erosion and sedimentation will be minimized through
implementation of stringent erosion control methods and use of NCDOT's BMPs for Protection of
Surface Waters.
• Due to the presence oi~ a unique freshwater mussel assemblage, including several Federal Species of
Concern (FSC), Design Standards in Sensitive Watersheds will be employed.
• NCDOT will implement its BMP's for Bridge Demolition and Removal during this project.
Compensatory Miti ation
NCDOT does not propose mitigation for the 60 linear feet of permanent stream impacts to New Hope
Creek resulting fi-om stream bank stabilization (Site 1). These impacts are below the threshold (stated in
the NWP Number 13 general conditions) for requiring compensatory mitigation for this type of action.
Additionally, the impacts will not incur a loss of aquatic use to this part of the stream.
FEDERALLY PROTECTED SPECIES
Plants and animals with federal classifications of Endangered (E), Threatened (T), Proposed Endangered
(PE), and Proposed Threatened (PT) are protected under provisions of Section 7 and Section 9 of the
Endangered Species Act or' 1973, as amended. As of its most recent update on January 31, 2008, the
USFWS website lists four federally-protected species for Orange County. These species and their
associated biological conclusions are listed below in Table I. Concurrence from the USFWS for
biological conclusions assigned to these species was received on February 25, 2005.
B-4218 Notice of latent to Use
r
Table 1. Federall rotected s ecies in Oran a Count
Common Name Scientific Name Federal Status Biological ' Habitat
Conclusion Present
red-cockaded
wood ecker* Picoicle.c horeulis' E No Effect No
May Affect, Not
dwarf wedgemussel Alcrsrnidonta heter-edor~ E Likely to Yes
Adversel Affect
Michaux's sumac* Rlu~s michrauxii E No Effect Yes
smooth coneflower* Echi,zac~a lae~~igcata E No Effect Yes
c - cnaangerea.
* -Historic record; the species was last observed in the county nu~re than 50 years ago.
The bald eagle was previously listed by the USFWS as a federally protected species for Orange County.
Due to this listing, a survey for suitable nesting and foraging habitat was conducted on March 16, 2007
by NCDOT biologists Jim Mason, Ashley Cox, and .Tames Pflaum. No bald eagle individuals or nests
were observed during the survey and no suitable nesting or foraging habitat was identified within either
the project study area or 1.0 mile of the study area. A search of the North Carolina Natural Heritage
Program (NCNHP) database (c~IS shapefiles most recently updated on February 13, 2008) was also
performed on April 1, 2008 and revealed no known occurrences of this species within 1.0 mile of the
project. Based on this information, it was determined that this project will not affect the bald eagle.
According to a 2007 Federal Register release. the bald eagle was officially de-listed in the Lower 48
States and removed from the List of Endangered and Threatened Wildlife effective August 8, 2007 (72
FR 37346-37372; July 9, 2007). This species still receives protection under the Bald and Golden Eagle
Protection Act.
A species survey and habitat assessment for the red-cockaded woodpecker was performed for the PCE in
January 2003. No individuals or cavity trees were observed within the project area or on adjacent
properties. Additionally, no suitable foraging or nesting habitat exists within the project study area.
There were no large tracts of mature pines present and the tall/dense understory in the hardwood/pine
forest was not. usable foraging habitat for this species. Furthermore, a search of the NCNHP database on
April 1, 2008 revealed no known occurrences of this species within 1.0 mile of the project. Since no
habitat is present, no individuals were observed, the species records in the county are historic, and no
known populations are present within 1.0 mile of the project, a biological conclusion of "No Effect" has
been assigned to this species.
New Hope Creek was surveyed for dwarf wedgemussel habitat and individuals by the Catena Group on
April 24, 2004, September 14, 2004, and November 3, 2004. Multiple surveys were conducted because
the diversity and abundance of mussel species observed required more in-depth and lengthy surveys.
Visual and tactile methods were used and a total of 13.25 man-hours were spent within the survey reach.
At least nine species of freshwater mussels were found in New Hope Creek, including several FSCs.
These included the brook floater (~ll~tsmic~o~ita va~~icosn), Carolina creekshell (Villosa vaughaniana), and
Atlantic pigtoe (Fztisconura ~nasol~i). No dwarf wedgemussel individuals were found. New Hope Creek
could provide potential habitat for the dwarf wedgemussel; however, due to the limited and questionable
records of this species from the Cape Fear River Basin, it is u~~likely that the dwarf wedgemussel occurs
in the surveyed reach of this creek. Additionally, a search of the NCNHP database on April 1, 2008
revealed no known occun-ences of this species within l .0 mile of the project. Based on this information,
a biological conclusion of "May Affect, Not Likely to Adversely Affect" was assigned to this species.
B-4218 Notice of latent to Use
r
A survey for Michaux's sumac was initially performed by NCDOT biologists Brett Feulner and Heather
Montague on July 9, 2003. Suitable habitat for the species existed within the project study area, but
individuals were not observed. Only winged sumac (Rht~~s cop~rlliruary~) was identified. Are-survey was
performed by NCDOT biologists .lames Mason and Ashley Cox on September 17, 2007. Again, potential
habitat was observed, but no individuals were identified. A search of the NCNHP database on April 1,
2008 revealed no known occurrences of this species within 1.0 mile of the project. Since no individuals
were observed, the species records in the county are historic, and no known populations are present
within 1.0 mile of the project, a biological conclusion of "No Effect" has been assigned to this species.
A survey for smooth coneflower was initially performed by NCDOT biologists Brett Feulner and Heather
Montague on July 9, 2003. Suitable habitat for the species existed within the project study area, but
individuals were not observed. A re.-survey was performed by NCDOT biologists James Mason and
Ashley Cox on September 17, 2007. Observations made during this survey were similar to those made
during the 2003 survey. A search of the NCNHP database on April 1, 2008 revealed no known
populations of this species within 1.0 mile of the project. Since no individuals were observed, the
species records in the county are historic, and no known populations are present within 1.0 mile of the
project, a biological conclusion of "No Effect" has been assigned to this species.
SCHEIDULE
The project calls for a review date of May 27, 2008, a letting of July 15, 2008, and a date of availability
of August 26, 2008. (t is expected that the contractor will choose to start construction in
August/September 2008.
REGULATOR`-' APPROVALS
Section 404 Permit: "This document hereby serves as a notice of intent to use Section 404 NWP 13 for
bank stabilization. Since the activities associated with this project meet all conditions related to this
permit, we are not requesting written authorization.
Section 401 Permit: We anticipate that Section 401 General Water Quality Certification (WQC) 3689
will apply to this project. The NCDOT will adhere to all general conditions of this WQC. Therefore,
written concurrence from the NC'DWQ is not required. [n accordance with 15A NCAC 2H, Section
.0500 (a) and 15A NC:1C 2B, Section .0200, we are providing two copies of this application to the North
Carolina Department of Environment and Natural Resources (NCDENR), NCDWQ, as notification.
B-4218 Notice of Intent to Use
..
A copy of this notice will be posted on the NCDOT website at:
http://www.ncdot.org/doh/preconstruct/pe/. If you have any duestions or need additional information
please contact Mr..fim Pvlason at either (919) 7155531 or jsmasonlu%'dot.state.nc.us.
Sincerely
~'
~v/ Gregory J. horpe, Ph.D.
Environmental Management Director, PDEA
w/attachment
Mr. Brian Wreivi, NCDWQ (2 Copies)
Mr. Travis Wilson, NCWKC
Mr. Gary Jordan, USFWS
w/o attachment (see website for attachments)
Dr. David Chang, P.E., Hydraulics
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Mark Staley, Roadside Environmental
Mr..T. M. Mills, P.E., Division 7 En<~ineer
Mr. Jerry Parker, Division 7 Environmental Officer
Mr. Jay Bennett. P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan. P.E., flighway Design
Mr. Tracy Walter, PDEA Project Planning Engineer
Mr. Scott McLendon, USACE, Wilmington
B-42 ] 8 Notice of Intent to Use
(~
[Fwr~: s~ infish moratoriums]
V
Subject: [Fwd: sunfish moratoriums]
From: Rachelle Beauregard <reauregard@dot.state.nc.us>
Date: Tue, 29 Jan 2008 09:20:26 -0500
To: Ashley Cox <acox@dot.state.nc.us> , "James S. Mason" <jsmason@dot.state.nc.us> ,Sara Easterly
<seeasterly@dot. state. nc. us>
CC: Elizabeth Lee Lusk <ellusk@dot.state.nc.us>
Please update warehouse based on this WRC email.
E,
I updated the let list moratorium spreadsheet with this info.
Subject: RE: sunfish moratoriums
From: "Travis Wilson" <travis.wilson@cwildlife.org>
Date: Mon, 28 Jan 2008 l 5:18:54 -0500
To: "'Rachelle Beauregard"' <reauregard@dot.state.nc.us>
B-4613: Commitments associated with reducing impacts to the Cape Fear Shiner
will suffice in lieu of the previous requested moratorium
B-4218: WRC agreed to remove this moratorium in November 2007
B-4525: WRC no longer request the in-water work moratorium of April 1 to
June 30 as stated in our memo dated March 1, 2004.
B-4592: The SR/FSC Roanoke bass is located at this project site. We
request NCDOT utilize Erosion and Sediment Control BMP as well as BMP for
Bridge Demolition and Removal.
B-4216: The SR/FSC Roanoke bas is location immediately downstream of the
project site. We request NCDOT utilize Erosion and Sediment Control BMP as
well as BMP for Bridge Demolition and Removal.
Travis W. Wilson
Eastern Region Highway Project Coordinator
Habitat Conservation Program
NC Wildlife Resources Commission
1142 I-85 Service Rd.
Creedmoor, NC 27522
Phone: 919-528-9886
Fax: 919-528-9839
Travis . Wilson~_~ncwi 1 d.l i f e . o:rc~
-----Original Message-----
From: Rachelle Beauregard [m~:ilt.o:zbeaureg~:;~_dC9dot.state.nc.us]
Sent: Friday, December 14, 2007 3:07 PM
To: David.cox~~incwildl.fe.orcr
Cc: Travis Wilson; Rachelle Beauregard
Subject: sunfish moratoriums
David,
The WRC has requested sunfish moratoriums from 4/1 to 6/30 for
the following projects in the central region:
B-4613
Randolph Co
1 of 2 4/11/2008 12:44 PM
[Fwd: s. ~hfish moratoriums]
-~ B-4592, B-4216, B-4218 Orange Co
B-4525 Granville Co.
According to the November 30, 2007 meeting with NCDOT, WRC would
no longer be requesting sunfish moratoriums. Please let me know
if these previous requests are still valid.
Rachelle Beauregard
Content-Type: message/rfc822
RE: sunfish moratoriums.eml
Content-Encoding: 7bit
2 of 2 4/11/2008 12:44 PM
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 83726
Raleigh, North Carolina 27636.3726
February 25, 2005
Phil Harris
North Carolina Department of Transportation
Project Development and Environmental Analysis
1598 Mail Service Center
n.,i :gl.. ~.J~r+t, r, 1• ~-,~n~ , Sao
~uie• 1, i v ui ~. arV llla L / Jl-1 7U
Dear Mr. Harris:
,1~C',~~ner
FES 2~ 270
D!'IIS~C`: 0~ Ni4~i~dAYS
PDEA~OEFiCE OF N;i u~1! ENVfRON~IE~T
This letter is in response to your letter of February 11, 2005 which provided the U.S. Fish and
Wildlife Service (Service) with the biological determination of the North Carolina Department of
Transportation (NCDOT) that the replacement of Bridge No. 108 on SR 1730 over New Hope
Creek in Orange County (TIP No. -421 may affect, but is not likely to adversely affect the
federally endangered dwarf wedgemussel. In addition, NCDOT had determined that the project
will have no effect on the federally listed Michaux's sumac (Rhus michauxii), small whorled
pogonia (Isotria medeoloides), smooth coneflower (Echinacea laevigata) and red-cockaded
woodpecker (Picoides borealis). These comments are provided in accordance with section 7 of
the Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531-1543).
According to information provided, mussel surveys were conducted at the project site on April
24, September 14 and November 3 of 2004. The surveys extended 100 meters upstream and 400
meters downstream of SR 1730. The dwarf wedgemussel was not observed. New Hope Creek is
in the Cape Fear River Basin. Though there is one old and questionable record of the species in
the Cape Fear River Basin, the record was never verified and no voucher specimen exists for the
record. Current information suggests that the dwarf wedgemussel does not currently occur in the
C?pe Fear R.1ver B~Sln.
Though no federally protected mussel species were observed during the surveys, the surveys
revealed a rich assemblage of mussel fauna at and near the site. Two federal species of concern,
brook floater (Alasmidonta varicosa) and Carolina creekshell (Villosa vaughaniana), and an
undescribed Lampsilis species were observed. The Service encourages NCDOT to make every
effort to protect this diverse mussel bed. Typical conservation measures used for federally
protected species would serve to help conserve this important resource.
The Service does not have any documentation for the 2004 surveys that NCDOT conducted for
Michaux's sumac, small whorled pogonia, smooth coneflower and red-cockaded woodpecker.
However, we have no reason to dispute your "no effect" determination for these species. Please
note that small whorled pogonia is no longer listed for Orange County.
Based on the information provided and other information available, the Service concurs with
your determination that the proposed bridge replacement may affect, but is not likely to
adversely affect the dwarf wedgemussel. We believe that the requirements of section 7(a)(2) of
the ESA have been satisfied. We remind you that obligations under section 7 consultation must
be reconsidered if: (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered in this review; (2) this
action is subsequently modified in a manner that was not considered in this review; or (3) a new
species is listed or critical habitat determined that may be affected by this identified action.
The Service appreciates the opportunity to review this project. If you have any questions
regarding our response, please contact Mr. Gary Jordan at (919) 856-4520 (Ext. 32).
Sincerely,
fi/-
John Hammon
Acting Ecological Services Supervisor
cc: John Thomas, USACE, Raleigh, NC
Beth Barnes, NCDWQ, Raleigh, NC
Travis Wilson, NCWRC, Creedmoor, NC
Chris Militscher, USEPA, Raleigh, NC
RORTH COROR RQ
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IDIVISI®N ®F HIGHWAYS
®RANGE C®UNTY
d~R®.IECT: E-4218
~RId~GE N®.10~ ®VER
NEW H®I~E CREEK
SCALE: 1" :1500' ®N SR 1730
(TURKEY FARA'I R®AII~)
SHEET 2 ®F ... 7 % 2Ii % 2007
N~A~IES AN® .~IDDRESSES
N.4Iv11ES
AIDIDIBIESSES
1 Triang~e Land Conservancy 11®0'A Wake ~oresE Road Ra~eig~, NC 27Ir®~
2 Granger }' ami]y ]~,imiEed ]f~arEnership ~9®~i ~`ur~ey ~' arm Road Chapel Hill, NC 27514
3 l..ockridge CommuniEy lilSSOCIIBElon 5518 Turkey I' arm Road Durham, NC 277®5
4 Lockridge CommuniEy AssociaEion 5$18 Turkey l~arm Road Durham, NC 27705
.a t
~~~®~
I)IVISI®N ®l~ HIGHW.~YS
®RANGE C®UNTY
FR®JECT: ID-4218
BRIIDGE N®.108 ®VER
NEW H®1~E CREED
®N SR 1730
<TURI~EY ~'.9R1~I R®,~DD
SHEET ~ ®I~ ~ 7 % 20 % 2007
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size /Type
Permanent
Fillln
Wetlands
(ac)
Temp.
Fillln
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac) Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac) Existing
Channel
Impacts
Permanent
(ft) Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1 13+90 -L- +/_ 21" PCCS 60
Brid e 3 Span
1 30', 1 54', 1 40'
Bank stabilization
TOTALS: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60 0
Revisetl
c
s
m
a
L
~~
N~
P_7
~N
O"y
N o=
~~
i
~ ~a
00
03
N~ ~,
~o~
aom
~~>
~!~
~~>
See S1~et 1-A For Index of Sleets
See S1~et 1-B for Cornenllona/ Symbols
00
N
U
'~
0
'~1
~~
1€19
~ y ND
OJEC
r-- ~
® ~ ~~~ ~ -
Bledcwood
~~~ Station g
BEGIN- ' ~ ~
P~o~ECT
LL
~ 1I3F 2
1 ~ ~ ~ ~
/ a
- FoR~T ~ 331' ~
1 a ~' fl1Nd
\ 4
tl ~ ~
~. \ b
VICINITY MAP
~-~--F~ DETOUR ROUTE
oxaNCE covxzr
LOCATION: BRIDGE N0.108 OVER NEW HOPE CREEK ON
SR 1730 (TURKEY FARM ROAD)
TYPE OF WORK GRADING, DRAINAGE, PAVING, AND STRUCTURE
BEGIN TIP PROJECT B-4218
-L- POC Il +25.00 ~
~o
yc
~6
BEGIN CONSTRUCTION
POT 10+50.00
BEGIN BRIDGE
POT 13+30.00
~ r,
~ ~~~ ~ ~ ~
i ~~ i
NOTE, (~V ~\~~ ~ ~
QO DESIGN EXCEPTION REQUIRED FOR MINIMUM I ~~ ~ ~
~ HORIZONTAL CURVATURE, VERTICAL CURVE K ~ ~ ~ ` ~~'~~
O VALUE, MAXIMUM SUPER AND MINIMUM SHOULDER ~ I ~~~ \1 ~
N WIDTH. ~ ~ \~~; ~ I
f ~ ~\~l
NCDOT CONTACTr CATNY HODSBR, PB
PROJECT BNGINBBR -ROADWAY D8S7GN,SNGINBBRfNG COORDINATION
ROBERT J. STROUP, PB
V PROJECT DESIGN BNGINBBR -ROADWAY D83IGN, BNGIN88RfNG COORDINATION
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH
50 25 50 1 0 ADT 2008 = 681 LENGTH ROADWAY TIP PROJECT B-4218 = 0,105 mi
ADT 2028 = 1,291 LENGTH STRUCTURE TIP PROJECT 8,4218 = 0.023 mi
PLANS DHV = 10 96 TOTAL LENGTH OF TIP PROJECT 8-4218 = 0.128 mi
50 25 50 100 D = 60 96
O T=496"
PROFILE (HORIZONTALS V = 40 MPH
10 5 10 2 " TTST 1 DUAL 3
PROFILE (VERTICAL) FUNC CLASS = LOCAL
s srAn nntrtt Y.gdO w °~
~. 8-4218 1
RA1. .RYAW RA.IROI.W OYLLt11R1
.1
100% PLANS
SUBMITTED: 3/1.i~08
{' Drawing
St>e~ S of,
4
J ,,
I~ ~i,-
1 1 ~~ ~ .
i it ~~ ~
Ir ~ ,
I "'
I //
-'
W
U II
a I END BRIDGE
~- POT 14+50.00 i ; ~~~
= I sly lal
I SR 1730 ~ ~ ~ TO ~SR n
f ~~
(TURKEY FARM RD) ~ ~` _-= ~~
,,
II
II
~~
~I
I `~
END TIP PROJECT 8218 '~ ;
-L- POT 18+00.00
C N IN RIN
ro=~ ~_~ DIVISION OF NIGER'AYS
rooa arK~ araa. D,.
feea arawaaw aracm/carRwa
J1IGJIT OF WAY J>ATTir THOMAS R. HEPLER, PE, PLS
JULY 20.2007 A10~f ~~0°'®'
LBTTTNG DATE: RHONDA B. EARLY. PE
JULY 15, 2008 D'a`y" a"'°"~'
HYDRAULICS SNGIN88R
1glYGINESR
DIYISIOH OF IIIGHWAYS
STATE OP NORTH CAROLINA
'~
0
Note: Not to Scale
*S UrFr. = Subsurface Utili{v E~rgi>neering
5°l[[°A'J[°]E ~1F N~~$'Jt°1H[ ~.~F8~1LIN.~
d~dVI~I~N ~F ~II~1H[WA~~
CONVENTIONAL PLAN SHEET
BOUNDARIES AND PROPERTY
State Line
County Line
Township Une
City Une
-••••-••.•_
-------
-----
Reservation Une ----
- - ~ -
Property Une
Existing Iron Pin o
Property Comer --~
Property Monument
Parcel/Sequence Number Q
E:dsting Fence Une -x-X-X-
Proposed Woven Wire Fence e
Proposed Chain Link Fence e
Proposed Barbed Wiro Fence --$-
Existing Wetland Boundary - - - -~- - - -
Proposed Wetland Boundary ne
E;dating Endongerod Mimal Boundary
Existing Endangered Plant Boundary ~-
BUILDINGS AND OTHER CULTURI::~
Gas Pump Vent or USG Tank Cap o
Sign 0
Well o
Small Mine ~
Foundation ~
Area Outline ~~
Cemetery
Building ~-~~
School
Church
Dam
HYDROLOGY
Stroam or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Spring
Wetland
Proposed lateral, Tail, Head Ditch
False Sump
r----,
-~s- ..
-ai-
.-,~,-
p~-...~ ~
r rte,
m
RAlLROADS.r
Standard Gauge -
RR Signal Milepost
Switch
RR Abandoned -
RR Dismantled -
RrGHT of wAY
axr
0
"IIfPoST ,j,5
~~~
Baseline Control Point
Existing Right of Way Marker ~
Existing Right of Way Line -
Proposed Right of Way Une --•~-
Proposed Right of Way Line with
Iron Pin and Cap Marker
Propoaed Right of Way Una with
Concrote or Granite Marker
Existing Control of Access - ~`,_-
Proposed Control of Acceu ~-
Existing Easement Line - -E--
Proposed Temporary Construction Easemenf - e
Proposed Temporary Drainage Easement- -mE-
Proposed Permonenf Drainage Easemenf- -roE-
Proposed Permanent Utility Easement -puE-
ROADS AND RELATED AEATURES.~
Existing Edge of Pavement -----
Existing Curb -----
Proposed Slope Stakes Cut - -- ~ - - -
Propos~l Slope Stakes Fill ----°---
roposed Wheel Chair Ramp
'sting Metal Guardrail
Proposed Guardrail
Existing Cable Guideroil ^
Proposed Cable Guideroil ^
Equality Symbol 0
Pavement Removal
I?s'GETATION.•
Single Tree
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
4
4 4 Q 4
wlneyaa
SYMBOLS
EXISTING STRUCTURES'
MAJOR:
Bridge, Tunnel or Box Cuhrert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Dffch Gutler
Storm Sewer Manhole
Storm Sewer
UTILITIES.'
POWER;
Existing Power Pole
Proposed Power Pole
Existing Joint Uaa Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Tronafonner
U~G Power Cable Hand Hole
H-Frame Pole
Recorded lJ-G Power Line
Designated USG Power Line (S.U.E."}
WATER:
Water Manhole p
Water Meter o
Water Valve
Water Hydrant ~
Recorded LbG Water Line
coat Designated L4G Waterline (S.U.E."~-- ----~----
~ CONC caw ~ AbOVe Ground Water Una nit came'
ccwG ~ N:
TV Satellite Dish ~
~-----~ N Pedestal p
^cB N Tower
----- lbG N Cable Hand Hole p
Os Recorded U-G TV Cable ,r
' Designated USG TV Cable (S.U.E.") - - - -^_ _ _ _
Recorded USG Fiber Optic Cable -,rra-
Designatad lVG FlberOptic Cable (S.U.E.")- -
----rvro---
b
-(~-
8
H
TELEPHONE:
Existing Telephone Pole •-
Propoaed Telephone Pole ~
Telephone Manhole 6
Telephone Booth ~
Telephone Pedestal p
Telephone Cell Tower ~,
USG Telephone Cable Hand Hole
Recorded UIG Telephone Cable
Designated ll~G Telephone Cable (S.U.E.")- ----~----
Recorded LAG Telephone Conduit n
Designated LYG Telephone Conduit(S.U.E."~ ----,'----
Recorded U-G Fiber Optia Cable i la-
Designated USG Fiber Optics Cable (S.U.E.'~- - - - -~ ra- - -
GAS:
Gas Valve p
Gas Meter
Rewrded l4G Gas Une 6
Designated USG Gas Une (S.U.E.•) ----~----
Above Ground Gas line uo Gas
SANRARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout p
I,YG Santary Sewer Line u
Above Ground Sanitary Sewer ~iG Sanitary Sewer
R~orded SS Forced Main Line ru
Designated SS Forced Main Line (S.U.E.") - ----Iss----
MISCELLANEOUS:
Utility Pole ~
Utility Pole with Base ~
Utility located Object o
Utility Traffic Signal Box
Utility Unknown IJLG Line M,-
USG Tank; Water, Gas, Oil
AEG Tank; Water, Gas, Oil
lbG Test Hole (S.U,E.") ~
Abandoned According to Utility Records - ,qA~R
End of Information E.0.1.
4 `~S
_~_
PI Sb 12+U7.Z9
~ - 2553' S3J fLTJ
D • 20'06'13.E
L - I4a~z
r - 76A5
R - 285.0(1'
Se • OA4
Ro -See P/onview
DS - 30 ~
- ll+ +Po~
W W
TREANGLE LAND I ~ N g
CON$ERYANCY ww
OB N53 PO SAO ~ ~ ;
2aA,2T .diEi
EIP
rT =
I fNE~ pp "
v_ wo0U5 ~ ~ u 4
-L- POT 13+30A0 I ~ ~, C
i G1N APPR ACH I ~ ~ _ ~
- PC N+31?PI
!ND EIG f I '
4P A11.EW
-1~ Pr: ~9+1~ I ier tT~ c~
\ ~ uL+m,w
~\~ ~ ~. ~ ,. [KIEGNN
. ~~ ~ ~ ., I ~ ~~ 0 \~x . / 1E•A6.OD IE N
I ~ . ~ \ ' ~ . A P 40.00 RT +A0
l~~J eusA A R~ EAr
~...~ 1 ~.. ~ \~ ~ ~ ~ / ~~ ~ 7 TONS
`JIr=' ~ 1 4iTll ~. \~ I '~ LY~IED pARTA1ERSIP
0@3188 PG 517
~~ I~ ~ ~~ ~. ~ ~. ~ ~ ~ 4•oE Acres o
j~~ ~o I
v
- BEGIN APPRDACN SLAB EIM1 EIEUATION •401.11
-L- POT l3tIG.W END APPROACH SLAB N87BE38 E1HA332
-L- PT l4+B4Q0 8L8TATIDNB+12 2l8LEFT
;~ RR BP1021N 1A' POPLgR
M
n~~~ a~
~N~~ N
BEGIN BRIDGE ENO BRICGE
-L- Po7 13+30.CQ -L- POT 14+50
@AIOGE /ROADWAY REIATIONSHIP SRFECH
430
420
410
400
390
380
BRIDGE HYDRAULIC DATA
aESaN pSGTARCE - ,~_ cFs
DESXwv fREp/EATY ' 25____1RS
DESIGN NIY ELEVATA7N • ~4 _ fT
XX1 rfAR pSCNAEGf • 5~_!i'S
EQ7 YEAR NW ELEVATA'A' • 115Z_FI
aERrcwPn~c asa+aRGE ^ ,~_s,Fs
aEaro+~ PREp1ENGY - ~_~RS
aERrp~rAG EI~vArxw - ~_Pr
DATE OF 9/AVEY ' 3LUY45____
w,S.ELEYATxw
AY DATE fIF SURVEY ' 32FZ.. fT
PI ^ 12+80.00
CL • 404.17
a
'l+ Lc ^ eo'
K • 88
D6^ao
8LEN0 N
TO -L- N+ - ~~BR~~EEEEGGGG
Ex~5TU1G EL - l04.BI'
~
I -
PRUPUSED BINOGE
UATYASSIF/E0 STRUCTURAL EXCAVATp1Y
CIYVIIYCCRIIYV
MOC95 _
_ s 4J ~
4 s ~ ~.' ~ .~7~~91~M
~TF~
C01114NTT ~ \. ' i ~
j A$ .
08 2AIP6 80 /
y0T A04E5 2St! FN' ~ P0.CN
I ~o ~ ~ E' ~ ,~ oe~~\eLs
- Por la+5oo0 ~ r I
AND APPROACH S x x\ w 1 I r
'L- 14 ~r (~ k woods ~ .. I ~ .
woods \ J j. I r e NVU PAS ESLEN J ~5
a PAT ~ ~ ~TTERSpFS w.
8T. R1W ~, DB 2484 PC 246 ~
uE •~ ; 1T.Zt. I~ N TIP P -4218 LIZ AI:REs
w ~ I~: -t- r %~'
SITE 1 x / auA UT~D 17 u lT, a/4C LT ~ .,' _~ .5. ___ /
~nsnwrwn- ervG(I p o sswo wM
f - ~_ ~I
I G 350 ~ ~ , \ 1 _ ,-
nw rvarErfwvaoao 9esr
TAT e
I _ ~~ fnsnw uw .~ .. .. Txc .n w00o5 ~.
I Y • ~ ~~ E 07RT jp ov-wwo a woods ~ ROGEpR~ T J.IE 11WKOEE I I ~~•
.~ W?kTlA EAAAIC -
Bf 40 TONS 7A•80A0 OkAB~ O6 I I P
~W : HT 6A EY R O EXIB? AAV ~ Ep ; ~'I YA I I w• (,+~
~E D0511NG LODCRpGE COWINTY '. ~ ~ I
roE AssoturlON ~
~ 9HS,1AJ ~2IT PG nTO o
`NE ~ + ~ RT woods ~ -~CREpF/E1 ~ I ?~Q01 ~
~~ sP€wLuL EIT (~ ~ ~s'F I ~~~/ \~
~W x.t Mu9ooW ~ ~ ~ I J
II L t +~o+ x
1JI~JI u.~a
RV Ym.O = LG ,ft 1F 5 ~ ~ ~\
TYW of L~1L__?YM_-.--- x
ETA 14+7A LT~TO ETA 1f+40 LT.
I ~ DESIGN EXCEPTIpv REQUIRED ~ a,~7
- HoR/ZONrAC CURVATURE f
UNCCASS/f/ED - VERTICAL CURVE X VALUE
STRUCTURAL EXCAVATXUY - YAN/A((!Y SUPER ELEVATION ,
- SHWLDER W/OTH
N
-L-
EL - 423!1'
PL ^ 16+00.00 PI ^ 18+80.00
EL ^ 404.81' CL ^ 418.66 EV8LEN0
vc ^ soe' vc ^ ez'
K ^ 28" K • 46 EXIST/NC
DB ^ ZB D8 ^ 40
i '
I~ ~
E
+ +
~ . 5~i
(+~+~• Aaw~~ C ~ P A 8-
~Z/•
% ~ , 8~ +
I
- - - LEFT DITOH GRADE
I ~
`~ I
ENGINEER
S[tri~ CI~
heat„_Q~
49~w
oP s
N
~~ ~a
tT'
,~ ~t~~
G~'r L'05y95
e ~y tL~6~
l° T'~
430
420
410
400
390
380
~ 10 11 12 13 14 15 16 17 18 - 19
See Stet i-A For Index of Stets
See Stet 1-B for Conventlonol Symlbts
N
H
U
W
- e -~ e
~ ~ ND
j ~ P~oJEc
_, ,
~,~ ~,~ ~~
® Blackwood
~' e o $1811011
aECtw . , ~ e 1
P OJECT ~ a
,~--~
4 ///~--QQ I
9 ~ 1 ~ e+~a hne~..
ORANGE COUNTY
LOCATIONr BRIDGE N0.108 OVER -NEW HOPE CREEK ON
SR 1730 (TURKEY FARM ROAD)
TYPE OF WORK; GRADI11lG, DRAINAGE, PAVING, AND STRUCTURE
Ran Ran NMp(,T WWAts m f6®T
N0. TttAL
6A61E
~~~ B-4218 1
RAn MOLm FaROIm CCLApTYi
33563.1,1 BRI-1730 5 P.E.
33563.2.1 BR7r1730)5) RrW 6 UTIL
39563,3.1 BRI-17305) CONSTRUC110N
U
. , ____ _ _
~~,~~~
a ~ PROJBCT BNGIN88R -ROADWAY DSSIGN,BNGINBBRING COORDINATION
r ROBBR7 J. STROUP, PB
~
t ~ PROJBCT DBSION SNGIN88R -ROADWAY DBSIGN,BNOINBBRING COORDINATION
T
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
50 25 50 100 ADT 1008 = 681 LENGTH ROADWAY TIP PROJECT B-4218 = 0.105 mi
•o ~ ADT 2028 = 1,291 LENGTH STRUCTURE TIP PROJECT 8-4218 = 0
023 mi
n 1~ P<AHS DHY = 10 % .
TOTAL LENGTH OF TIP PROJECT B-4218 = 0,128 mi
Q o~
`~~~ 1(
50 25 50 1 0
D = 60 %
~ 3+»
Dw
T = 4 % e
m°o oZ PROFILE (HORIZONTAL) y 40 MPH
"mow
ANN ~ to 5 1o zo * TTST 1 DUAL 3
a~~
a~
o ~ PROFILE (VERTICAL) FUNC CLASS = LOCAL
C -t DIVISION OP 87GBWAYS
i¢ee a+.~ aien a.•
ro ° m ~ ~^~
~R~ ~, r R~7dei, NC 7fe10
goer swmexa sracmc+rmxs
ItIGHf OF WAY DATE; THOMAS R. HEPLER, PE PLS
JULY 20,2007 ~0a'~
LBTTJNG 1)ATBr RHONDA B, EARLY PE
JULY 15.2008 '~0~'•~`'QIIi®'
InrDRauLres snrcD~BR
BNGD1iE8R
100% PLANS
SUBMITlBD; .~l.1~U8
DIVISIOX OF fIIGBR'AYS
STA28 OF NORTA CAROLIIYr!
ip N
~~
o~
Or p
ra
° P
U
N
N
e
a
N
i,_1"
0'-1"
b'
9` W/GR.
10'
_~_
10'
GRADE
W1 OR C1 POINT OpR
0,01 0.04 ,
\17.5" ~ 7.5"
0 0
LOCATION VARIES
SEE PLANS
GRADE TO THIS LINE
TYPICAL SECTION N0.1
-L-
E
T POINT
.08 0.04 0.01
7S°
El
GRADE TO THIS UNE
TYPICAL SECTION N0.2
-L-
„~ A"
3'-9' 10' 10' 3'-9"
GRADE
4° ~ 75'16" PaNr Dl OR 4"
0.01 0.02 ,
PRESrxessE~ coNCRErE CORED SLAB UNITS = 3
TYPICAL SECTION N0. 3
6' B'
9' W/GR,
9' W
I
.OB
~1,1"
0'-1°
,r1 ~ ~ti ~.
USE TYPICAL SECTION N0.1 A5 FOLLOWS:
(REFER TO INSET °A" FOR STA 16+00 TO STA 17+50 - LEFi~
TRANSRION FROM EXISTING TO T.S. N0.1 FROM
-L- STA 11+25 TO -Ir STA 11+35
TRANSRION FROM T.S. N0.1 TO EXISTING FROM
-L- STA 17+63 TO -L- STA 17+73
USE TYPICAL SECTION N0.2 AS FOLLOWS;
-L- STA 14+70 TO -L- STA 13+30 (BEGIN BRIDGE)
-L- STA 14+50 (END BRIDGE) TO -lr 15+40
-Ir STA 13+30 (BEGIN BRIDGE) TO d- STA 14+50 (END BRIDGE) ,
CFA F
!NG!@R
INCOMPLE E PLANS
DO NO'f UBE POR ~~ AGOVIB~fION
PRELIMIN
00 NQf U98 AO RY PLANS
WN91'RUCf10N
PAVEMENT SCHEDULE
~~ PROP. APPROX. iL3" ASPHALT CONCRETE SURFACE COURSE, TYPE SF8.6A,
AT AN AVERADE RATE OF 187.6 LBS. PER S0. YD.
PROP. APPRDX, 21~" ASPHALT CONCRETE SURFACE COURSE, TYPE SFB.6A,
Q AT AN AVERAGE RATE OF 137.6 LBS. PER S0. YD. IN EACH OF TWD
LAYERS.
PROP. VARIABLE DEPTH ASPHALT CONCRETE SURFACE COURSE,TYPE 6FA.6A,
AT AN AVERAGE RATE OF 110 LBS. PER 80. YD. PER 1" DEPTH TO BE
PLACED IN LAYERS NOT LESS THAN iLd" OR GREATER THAN 11~" IN DEPTH.
PROP. VARIABLE DEPTH ASPHALT CONCRETE INTERMEDIATE COUASE,TYPE
D1 I18.OB, AT AN AVERAGE RATE OF 114 LBS. PEA 80. YD. PEA 1" DEPTH
TO BE PLACED IN LAYERS NOT LESS THAN 2>~4" DR GREATER THAN 4 " IN
DEPTH,
E1 PROP. APPROX. 6" ASPHALT CONCRETE BASE COURSE, TYPE 826.08, AT
AN AVERAGE RATE OF 670 LBS. PEA 60. YD.
PROP. VAR. DEPTH ASPHALT CONGRETE BASE CDUABE TYPE B26.OB, AT
EZ AN AVERADE RATE OF 114 LBS. PEA 8D. YD. PER 1E DEPTH, TO BE
"
PLACED IN LAYERS NOT DREATEA THAN 5.6
IN DEPTH OA LESS THAN
9" IN DEPTH.
T EARTH MATERIAL.
U EXI8TIN0 PAVEMENT,
W1 VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDOINS DETAIL 1)
WZ VARIABLE DEPTH ASPHALT PAVEMENT (SEE 6TANDARD WEDGING DETAIL 2)
NOTE ;PAVEMENT EDSE SLOPE ARE 1:1 UNLESS BROWN OTHERWISE
INSET "A"
TO BE USED IN CONJUNCTION WITH TYPICAL SECTION N0,1
FOR -lr STA 1b+00 TO STA 11+50 (LEFT)
4 4 TO10~
T
.08
... ~~ 41
NOTE:
DESIGN IXCEPTION REQUIRED FOR MINIMUM
HORIZONTAL CURVATURE,VERTiCAL CURVE K
VALUE MAXIMUM SUPER AND MINIMUM SHOULDER
WIDTh~.
~ C1 ~ C1 ~
9" \ 3"
r
MIN. ~ i ~ RUN.
u
Detail Showing Method of Wedging (Wi)
~ D1 ~
R
r ~ ~~
C3
0000 00
Detail Showing Method of Wedging (W2)
~:
I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~
I - - - - - - - - - I
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